Laserfiche WebLink
COR-A-VENT imb'Eleir" <br />ON ROOF INTAKE VENT <br />RC-1 <br />ICE/WATER SHIELD <br />_ <br />,., COR-A-VENT IN -VENT ON THE ROOF <br />ATTIC INTAKE VENT- V 300 model <br />SHINGLES <br />IN -BENT <br />36" MINIMUM .3 <br />AIR <br />10. PL HT <br />I <br />�R <br />116 5/8STUDS <br />ICE/WATER AIP <br />Ate <br />DBL 2x6 PRE -FIN 26 GA. <br />SHIELD <br />�tu <br />TP..PL ___. (METAL GLITTER <br />g° <br />SHINGLESO/ <br />1x8 CEDAR FASCIA <br />12" <br />1 HOUR ON THE UNDERSIDE <br />nu <br />ROOF EAUE FIRE -RESISTANCE RATING SHALL BE PERMITTEITO <br />ENHANCED 1. SLOT <br />SCREEN �' <br />tu <br />BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAV <br />FIM_gL'Sll+�a IS PROVIDED FROM THE WALL TOP PLATE TO OPTIONAL CLOSED SOFFIT <br />SHEATHING. <br />DRIP EDGE <br />UNDERSIDE OF THE ROOF <br />ROOF EAUE FIRE -RESISTANCE RATING SHALL BE PERMITTE <br />1 <br />_ <br />BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAUE EW9 � <br />NOT INSTALLED. <br />4�' <br />/ MIN. CAULKING <br />PROVIDED THAT GABLE VENT OPENINGS ARE <br />GARAGE <br />LEVEL 1 <br />PT 2x6 SILL PLATE 9W/ AID <br />I <br />PER FLAN. EMBED MIN 7" INTO <br />CONC. WITHIN HIN 12" OR SILL ENDS � <br />( USL THfS DFTA#L FCR ADI�II�� INTAkF �/I>I�TIL�si1�� l�I�d�Rlm iidLRL I� �� <br />1 <br />iiVl 3"x3"x1/4" STL WASHERS <br />O�BR#1AIJ 0RN LOCAL IUlLDIN ���� PROhII�#TLNTLO SOS FI f Sa <br />SPACING PER PLANto <br />_ <br />zi <br />F®1 <br />grade- SLOPE AWAY <br />FROM WALL @ 6" TO 10' <br />w <br />�.. a ® Fin. Gr. <br />CO- <br />C®AmVENT IN-V�NT TF T I - _ <br />ATTIC T <br />-,-.ATTIC INTAKE VENT® 3 model I � � % � THE ROOF <br />V`300 <br />2 RC-1 MOd�i <br />DRAINAGE PER CIVIL <br />14 1"AIRSPACE W/ INSULATION BAFFLE. <br />RC-1 <br />6 <br />APPROVED VAPOR RETARDER <br />EXTEND 12" ABOVE INSULATION PER CODE 12 <br />BUILDING ASSEMBLIES <br />WILL BE PROVIDED ON THE STEM WALL/FTG <br />_ 7' I" AIRSPACE tW! INSULATION RAFFLE. <br />CL <br />WARM SIDE OF INSULATION PER STRUCTURAL <br />EXTEND 12"ABOVE INSULATION PER CODEROOF/CEILING <br />I° <br />PER 1WSEC 602.1.6.1, INCLUDING00 <br />--._. _ <br />RCn1 ROOF <br />AT RIM JOIST AREAS WITH INIna <br />FLOOR ASSEMBLES ALL REINFORCEMENT UST E <br />COMPOSITION ROOFING <br />0 '65 LID <br />TIED INTO PLACE FOR <br />DBL 2x6 - - <br />30 ROOFING FELT <br />O/ 1/2" CDX PL D (APA RATED) <br />FOUNDATION INSPECTION® <br />PL PRE -FIN 26 GA. 1091/4" PL FIT <br />METAL GUTTER 104 5/8" PRE-CUTS'TUDS <br />0/ PRE -EN R �` t� E 24"Oc <br />_ <br />®/ 2 3 CEDAR FASCIA DBL 2x6 <br />W/ R49 INSULATION (RESIDENCE) <br />VAPOR BARRIER <br />Ce <br />CL <br />CLOSED SOFFIT TOP PL PRE -FIN 26 GA. <br />6 MIL <br />M CO <br />METAL GUTTER <br />O/ 1/2" G I <br />O/ 2x8 CEDAR FASCIA <br />CLOSED SOFFIT <br />RC-2 SIDED ROOF <br />WALL SECTION @ GARAGECOMPOSTION <br />ROOFING <br />30# ROOFING FELT <br />STRUCTURAL NOTES ON S-1 TAKE PRECEDENCE <br />LEVEL <br />O/ 1/2" CDX PL D (APARATED) <br />I LPL <br />/ PRE®ENG TRUSSES 24"O <br />Im I� <br />0 w <br />W/ R49 Batt INSULATION <br />LLI 0 ow <br />W <br />6 MIL VAPOR BARRIER <br />W <br />O/ 1/2" G�WB <br />I_LIJU,] <br />W <br />W <br />RC-3 ROOF (Parch) <br />COMPOSITION ROOFING <br />n3 1f <br />I- I_ C 0- L_ 1.— <br />F-3 <br />30# ROOFING FELT <br />WOO WOO <br />O/ 1/2" CDX PLYWD (APARATED)00 <br />W, M W z <br />O/ PRE-ENG TRUSSES @ 24"oc <br />0') <br />O/ WOOD SOFFIT <br />cry® crate ,- <br />_ 1 I=HT <br />Q�� <br />-ni D - 116 5/ "STUDS <br />0 1— <br />EXTERIOR WALL <br />� W 1,0 <br />©14-1 <br />W W <br />FINISH PER ELEVATIONS <br />LEVEL 1 <br />EL�V=1 <br />0 U O <br />TYVEK DOUSE WRAP OR EQ. <br />< U) 0 � � <br />O/ 1/2 APA RATED PLYiWI� SHEAT HING <br />O/ 2x6 iW®® STUDS OC <br />I Z) > 0 0 � <br />I�_16" <br />60 0 0 co O <br />Val/ R-21 BATT INSULKI ION <br />W T <br />LEVEL I�It'9 <br />W/ 1/2" GWB <br />��� <br />� � � �1 <br />E ®2 (FURRED ALL) <br />�® <br />WATERPROOF MEMBRANE <br />W W Ira I I # LU I— <br />CONCRETE WALL PER PLAN <br />RIM BOARD CONT.1 p1/6" LP SOLID START OSB <br />® <br />1" AIRPACE <br />OR 1-114" LVL RIM I313. <br />LLI Io woo <br />2x6 WOOD STUDS @ 16" OC <br />RIM JOISTS SHALL BE INSULATED AND INCLUDE <br />U_ W if W U_ W <br />W/ R-21 SATs INSULATION <br />THE AIR BARRIER <br />x ®i11 WE F-3 <br />O/ 1 i2®a G�VB <br />�M U. D W MIS <br />PT 2x SILL PLATE W/ A.B. PER PLAN <br />EMBED MIN 1" INTO <br />DBL GONG. &_ <br />TOP PL WITHIN 12" OR SILL ENDS <br />- t _ <br />INTERIOR WALL <br />W/ 3"x3"x1/4" STL WASHERS <br />_ _ SLOPE GRADE AWAY '� 109 1l4" PL HT <br />_. _ ...._.��.:.. ;; <br />I ®1 <br />LEVEL SPACING PER. PLAN <br />FROM BUILDING (6" per 10`} 1fi4 /�'' PRECUT STUDS <br />1l2" GViiB <br />NON-POURUS SILL SEAL AND <br />(BASEMENT) <br />— T = — <br />i -- = — <br />O/ 2x4 STUDS 16" OC <br />CAPILLARY AREA <br />iWl 1/2" G9WB EACH SIDE <br />TERMINATE WATERPROOFING <br />FURRED WALL HT, VARIES <br />WATERPROOFING MEMB NEUj <br />� Ol CONCRETE WALL <br />I w2 <br />- MATERIAL 3`° ABOVE GRADE <br />SEE STRUCTRUAL FOR <br />1/2" GWB <br />SLOPE GRADE AWAY <br />I <br />°I REINFORCEMENT <br />� LEVEL <br />Ol 2x6 STUDS @ 16" OC <br />V AIRSPACE FROM BUILDING (6" per 10') <br />WATERPROOFING MEMBRANE <br />f (BASEMENT) <br />KEEP BOTTOM OF DRYWALL ®� i` / O/ CONCRETE WALL <br />el o <br />L <br />O <br />3/4" OFF FINISHED FLOOR. � � SEE STRUCTURAL FOR REINFORCEMENT <br />INSTALL CAPILLARY BREAK <br />DEEP BOTTOM OF DRYWALL t <br />Fat S O (GARAGE) <br />b <br />OR 112" PLASTIC SPACE I . <br />d F NDATION PER <br />3/4" OFF FINISHED FLOOR. E <br />INSTALL CAPILLARY BREAK ! DRAINAGE PER CIVIL I <br />R 11'° PLASTIC SPACE I <br />4" CONCRETE SLAB <br />�vl 6x6 10110 M <br />O/ 6 MIL V <br />W <br />U <br />S RUCTU L DRAINAGE PER CIVIL <br />s. -® <br />£° k i <br />F-2 I <br />t <br />SLOPE GRADE AWAY <br />O/ 4" CRUSHED WASHED GRAVEL <br />F-2 SLAB(BASEMENT DIET IDEATING) <br />0 CONT, SEALANT JOINT <br />`T,° �, e � <br />:�._, : <br />®/THERMAL READ PER CODE <br />°'•<: °z° ��£� re � --- FROM BUILDING (6" per 10®) <br />v <br />4" CONCRETE SLAB <br />6x6 10/10 M <br />Fw2 <br />CONC. !WALL/FTG <br />®, _ — — — — <br />Q <br />`id <br />2" DEEP R10 RIGID INSULATION <br />�. I <br />PER STRUCTURAL <br />CONC, WALL/FTG ®� DRAINAGE PER CIVIL <br />O/ 10 MIL VAPOR. BARRIER <br />O/ O/ 4" CRUSHED WASHED GRAVEL <br />� STRUCTURAL <br />ALL REINFORCEMENTPER <br />MUST <br />E GONG. WALL/FTG <br />F-3 WOOD <br />PROVISIONS SMALL, BE MADE TO PREVENT `file INTO PLACE FOR <br />PER STRUCTURAL <br />3/4" PLYWD, SUBFLOOR (glued & screwed) <br />WATER FROM ENTERING BASEMENT FOUNDATION INSPECTION <br />O/ ENG. FLOOR TRUSSES OR TJI PER PLAN <br />1W/ R30 BA`TT INSULATION (UNCONDITIONED AREA.) <br />O/ 1/2" G1WB (5/6" TYPE X ABV GARAGE) <br />PARTIAL WALL SECTION <br />C FULL HT. BASEMENT WALL FULL HEIGHT FRAMED WALL <br />SHEET. <br />STRUCTURAL TES ON S-1 TAKE PRECEDENCESTRUCTURAL <br />NOTES ON S-1 STRUCTURAL NOTES ON S-1 <br />TARE PRECEDENCE TAKE PRECEDENCE <br />l y _ <br />d/ _h <br />REVIEVVE FOR P <br />R&0A5.0 <br />